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National Repository of Grey Literature 3 records found  Search took 0.00 seconds. 
The bridge slab fabricated from precast beams
 Surovcová, Monika ; Panáček, Josef (referee) ; Klusáček, Ladislav (advisor)
The thesis deals with a deformability and a load capacity of an existent bridge. A deflection of the real structure was compared with a mathematical model. According to results, following from the composed model, the flexural axis of the orthotropic plate corresponds with real measured values. The numerical equality was attained on the basis of sectional components. Furthermore, a load capacity was determined according to standard vehicles.
Detailed record
Analysis of the existing bridge structure
 Dvořáková, Lucie ; Olšák, Martin (referee) ; Svoboda, Adam (advisor)
The bachelor thesis deals with the analysis of the existing bridge structure and the subsequent determination of its load capacity according to the limit states of serviceability and load capacity. The bridge on the H1 circuit over the V1 branch has a main superstructure consisting of IS-73 prestressed beams and was built in 1993. The calculation was grasped in two ways, namely by manual calculation on a single IS-73 beam or by converting it to an orthotropic slab.
Detailed record
The bridge slab fabricated from precast beams
 Surovcová, Monika ; Panáček, Josef (referee) ; Klusáček, Ladislav (advisor)
The thesis deals with a deformability and a load capacity of an existent bridge. A deflection of the real structure was compared with a mathematical model. According to results, following from the composed model, the flexural axis of the orthotropic plate corresponds with real measured values. The numerical equality was attained on the basis of sectional components. Furthermore, a load capacity was determined according to standard vehicles.
Detailed record

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